US11827566B2ActiveUtilityA1
Rejuvenating compounds in high performance asphalt compositions with high recycled content
Est. expiryApr 12, 2037(~10.8 yrs left)· nominal 20-yr term from priority
Inventors:Todd L. KurthScott NivensChristopher Patrick StevermerAnthony Joseph SylvesterHassan Ali Tabatabaee
C04B 26/26C08L 91/00C08L 95/00C08L 2555/22C08L 2555/34C08L 2555/64
64
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57
References
21
Claims
Abstract
Described herein is a rejuvenated asphalt and a method of rejuvenating asphalt comprising mixing a rejuvenator, bitumen, and aggregate to obtain an asphalt mixture, wherein the rejuvenator is present in an amount ranging from about 0.1-40 wt % by weight of the bitumen, and wherein at least 35 wt % of the bitumen is derived from recycled asphalt content. The rejuvenated asphalt provides desirable performance.
Claims
exact text as granted — not AI-modifiedThe invention claimed is:
1. A method, comprising:
mixing a rejuvenator, bitumen, and aggregate to obtain an asphalt mixture, wherein the bitumen is 3 wt % to 7 wt % of the asphalt mixture;
wherein the rejuvenator is a polymerized oil that is polymerized via sulfurization, and the rejuvenator comprises 0.5-5 wt % by weight of the bitumen,
wherein at least 35 wt % of the bitumen is derived from recycled asphalt content, and
wherein the asphalt mixture achieves less than 12.5 mm of rutting as determined by Hamburg Wheeltracker test standard in accordance with AASTHO T 324.
2. The method of claim 1 , wherein the polymerized oil is derived from a biorenewable oil source.
3. The method of claim 1 , wherein the asphalt mixture achieves a mixture Tg of 0° C. or lower.
4. The method of claim 1 , wherein the recycled asphalt content has been recycled more than once.
5. The method of claim 1 , wherein 100 wt % of bitumen is derived from recycled asphalt content.
6. The method of claim 1 , wherein the recycled asphalt content is either recycled asphalt pavement or recycled asphalt shingles or asphalt resulting from a solvent de-asphalting process.
7. The method of claim 1 , wherein the recycled asphalt content comes from pavement treated with warm mix, antistrip, emulsifier, and/or wax additives.
8. The method of claim 1 , wherein the asphalt mixture achieves a mixture Tg of −10° C. or lower.
9. The method of claim 1 , wherein the rejuvenator has a Hildebrandt Solubility parameter ranging from 6 to 12.
10. The method of claim 1 , further comprising using the asphalt mixture for roofing applications.
11. A rejuvenated asphalt, comprising:
a rejuvenator, bitumen, and aggregate, wherein the bitumen is 3 wt % to 7 wt % of the rejuvenated asphalt;
wherein the rejuvenator is a polymerized oil that is polymerized via sulfurization, and the rejuvenator is present in an amount ranging from about 0.5-5 wt % by weight of the bitumen,
wherein at least 35 wt % of the bitumen is derived from recycled asphalt content, and
wherein the rejuvenated asphalt achieves less than 12.5 mm of rutting as determined by Hamburg Wheeltracker test standard in accordance with AASTHO T 324.
12. The asphalt of claim 11 , wherein 100 wt % of bitumen is derived from recycled asphalt content.
13. The asphalt of claim 11 , wherein the rejuvenator has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.
14. The asphalt of claim 11 , wherein the rejuvenator replenishes the resin fraction and has an oxidation induction time of 15 minutes or longer at 130° C.
15. The asphalt of claim 11 , wherein the rejuvenator replenishes the resin fraction and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.
16. The asphalt of claim 11 , wherein the rejuvenator has a Hildebrandt solubility parameter of about 6 to about 12 and has an oxidation induction time of 15 minutes or longer at 130° C.
17. The asphalt of claim 11 , wherein the rejuvenator has a Hildebrandt solubility parameter of about 6 to about 12 and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.
18. The asphalt of claim 11 , wherein the rejuvenator consists of the polymerized oil and replenishes the resin fraction and has an oxidation induction time of 15 minutes or longer at 130° C.
19. The asphalt of claim 11 , wherein the rejuvenator consists of the polymerized oil and replenishes the resin fraction and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.
20. The asphalt of claim 11 , wherein the rejuvenator consists of the polymerized oil and has a Hildebrandt solubility parameter of about 6 to about 12 and has an oxidation induction time of 15 minutes or longer at 130° C.
21. The asphalt of claim 11 , wherein the rejuvenator consists of the polymerized oil and has a Hildebrandt solubility parameter of about 6 to about 12 and has an increase in 60° C. viscosity increase of 300% or less after aging at 100° C. in the Pressure Aging Vassal for 20 hrs at 2.1 MPa air pressure, compared to the unaged rejuvenator.Cited by (0)
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